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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6995bb","contributors":{"authors":[{"text":"Mitchell, Alicia A.","contributorId":83386,"corporation":false,"usgs":true,"family":"Mitchell","given":"Alicia A.","affiliations":[],"preferred":false,"id":178110,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26231,"text":"wri884211 - 1989 - Relation of ground-water quality to land use in the Philadelphia, Pennsylvania-Camden, New Jersey area","interactions":[],"lastModifiedDate":"2022-08-29T18:40:14.749232","indexId":"wri884211","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4211","title":"Relation of ground-water quality to land use in the Philadelphia, Pennsylvania-Camden, New Jersey area","docAbstract":"The distributions of common dissolved constituents, trace metals, and volatile organic compounds in ground water near Philadelphia, Pennsylvania, and Camden, New Jersey, are influenced by local geology and land use. Many common dissolved constituents are more concentrated in ground water beneath urban and industrial areas than in water beneath suburban and undeveloped and agricultural areas. Industrial and urban land uses commonly are situated in the outcrop of the aquifer where vulnerability of ground water to contamination is increased by the lack of overlying confining strata. Ground water beneath undeveloped and agricultural lands is least affected by trace metal or volatile organic contamination, but differences in water quality as related to other land-use categories are less clear and vary according to the chemical constituent considered.\r\n\r\n Only about 20 percent of all water samples contained detectable concentrations of trace metals or volatile organic compounds; as a result, determinations of relations between water quality and land use are difficult. Variations in detection limits further complicated data interpretation. The proportion of water samples in which concentrations of constituents were below detection compared to water samples in which concentrations were present in detectable amounts is the most useful statistic in determining relations based on trace-metal or volatile organic-compound data. Iron and Manganese concentrations are elevated in water throughout the Coastal Plain aquifer in Pennsylvania, but the elevated concentrations cannot be adequately explained on the basis of land use alone.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884211","usgsCitation":"Blickwedel, R.S., and Wood, C.R., 1989, Relation of ground-water quality to land use in the Philadelphia, Pennsylvania-Camden, New Jersey area: U.S. Geological Survey Water-Resources Investigations Report 88-4211, vi, 58 p., https://doi.org/10.3133/wri884211.","productDescription":"vi, 58 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":405825,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47110.htm","linkFileType":{"id":5,"text":"html"}},{"id":55030,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4211/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158087,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4211/report-thumb.jpg"}],"country":"United States","state":"New Jersey, Pennsylvania","city":"Camden, Philadelphia","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -75.42938232421875,\n 39.70296052957233\n ],\n [\n -74.84161376953125,\n 39.70296052957233\n ],\n [\n -74.84161376953125,\n 40.143189742924406\n ],\n [\n -75.42938232421875,\n 40.143189742924406\n ],\n [\n -75.42938232421875,\n 39.70296052957233\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606740","contributors":{"authors":[{"text":"Blickwedel, Ray S.","contributorId":23984,"corporation":false,"usgs":true,"family":"Blickwedel","given":"Ray","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":196024,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wood, C. R.","contributorId":100386,"corporation":false,"usgs":true,"family":"Wood","given":"C.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":196025,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":25934,"text":"wri894065 - 1989 - Stratigraphy of the unsaturated zone at the radioactive waste management complex, Idaho National Engineering Laboratory, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri894065","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4065","title":"Stratigraphy of the unsaturated zone at the radioactive waste management complex, Idaho National Engineering Laboratory, Idaho","docAbstract":"A complex sequence of layered basalt flows, cinders, and sediment underlies the Radioactive Waste Management Complex at the Idaho National Engineering Laboratory in southeastern Idaho. Wells drilled to 700 ft penetrate a sequence of 10 basalt-flow groups and 7 major sedimentary interbeds that range in age from about 100,000 to 600,000 years old. The 10 flow groups consist of 22 separate lava flows and flow-units. Each flow group is made up of from one to five petrographically similar flows that erupted from common source areas during periods of less than 200 years. Sedimentary interbeds consist of fluvial, lacustrine, and wind-blown deposits of clay, silt, sand, and gravel that accumulated during periods of volcanic inactivity ranging from thousands to hundreds of thousands of years. Flows and sediment are unsaturated to a depth of about 600 ft. Flows and sediment below a depth of 600 ft are saturated and make up the uppermost part of the Snake River Plain aquifer. The areal extent of flow groups and interbeds was determined from well cuttings, cores, geophysical logs, potassium-argon ages, and geomagnetic properties. Stratigraphical control was provided by four sequential basalt flows near the base of the unsaturated zone that have reversed geomagnetic polarity and high emission of natural gamma radiation compared to other flows. Natural gamma logs were used as a primary correlation tool. Natural-gamma emissions, which are generally uniform in related, petrographically similar flows, increase or decrease between petrographically dissimilar flows of different age and source. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nCopies of this report can be purchased from Books and Open-File Reports Section,","doi":"10.3133/wri894065","usgsCitation":"Anderson, S.R., and Lewis, B.D., 1989, Stratigraphy of the unsaturated zone at the radioactive waste management complex, Idaho National Engineering Laboratory, Idaho: U.S. Geological Survey Water-Resources Investigations Report 89-4065, v, 54 p. :ill ;28 cm., https://doi.org/10.3133/wri894065.","productDescription":"v, 54 p. :ill ;28 cm.","costCenters":[],"links":[{"id":158056,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4065/report-thumb.jpg"},{"id":54691,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4065/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a5492","contributors":{"authors":[{"text":"Anderson, S. R.","contributorId":93518,"corporation":false,"usgs":true,"family":"Anderson","given":"S.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":195508,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lewis, B. D.","contributorId":85965,"corporation":false,"usgs":true,"family":"Lewis","given":"B.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":195507,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2611,"text":"wsp2302 - 1989 - Alluvial and bedrock aquifers of the Denver Basin — Eastern Colorado's dual ground-water resource","interactions":[],"lastModifiedDate":"2022-01-21T19:56:55.233074","indexId":"wsp2302","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2302","title":"Alluvial and bedrock aquifers of the Denver Basin — Eastern Colorado's dual ground-water resource","docAbstract":"Large volumes of ground water are contained in alluvial and bedrock aquifers in the semiarid Denver basin of eastern Colorado. The bedrock aquifer, for example, contains 1.2 times as much water as Lake Erie of the Great Lakes, yet it supplies only about 9 percent of the ground water used in the basin. Although this seems to indicate underutilization of this valuable water supply, this is not necessarily the case, for many factors other than the volume of water in the aquifer affect the use of the aquifer. Such factors as climatic conditions, precipitation runoff, geology and water-yielding character of the aquifers, water-level conditions, volume of recharge and discharge, legal and economic constraints, and water-quality conditions can ultimately affect the decision to use ground water. Knowledge of the function and interaction of the various parts of this hydrologic system is important to the proper management and use of the ground-water resources of the region. \r\n\r\nThe semiarid climatic conditions on the Colorado plains produce flash floods of short duration and large peak-flow rates. However, snowmelt runoff from the Rocky Mountains produces the largest volumes of water and is typically of longer duration with smaller peak-flow rates. The alluvial aquifer is recharged easily from both types of runoff and readily stores and transmits the water because it consists of relatively thin deposits of gravel, sand, and clay located in the valleys of principal streams. The bedrock aquifer is recharged less easily because of its greater thickness (as much as 3,000 feet) and prevalent layers of shale which retard the downward movement of water in the formations. \r\n\r\nAlthough the bedrock aquifer contains more than 50 times as much water in storage as the alluvial aquifer, it does not store and transmit water as readily as the alluvial aquifer. For example, about 91 percent of the water pumped from wells is obtained from the alluvial aquifer, yet water-level declines generally have not exceeded 40 feet. By contrast, only 9 percent of the water pumped from wells is obtained from the bedrock aquifer, yet water-level declines in this aquifer have exceeded 500 feet in some areas. \r\n\r\nDepth to water in the alluvial aquifer generally is less than 40 feet, while depth to water in the bedrock aquifer may exceed 1,000 feet in some areas. Cost of pumping water to the surface and cost of maintaining existing supplies in areas of rapidly declining water levels in the bedrock aquifer affect water use. Water use is also affected by the generally poorer quality water found in the alluvial aquifer and, to a lesser extent, by the greater susceptibility of the alluvial aquifer to pollution from surface sources. \r\n\r\nBecause of these factors, the alluvial aquifer is used primarily as a source of irrigation supply, which is the largest water use in the area. The bedrock aquifer is used primarily as a source of domestic or municipal supply, which is the smaller of the two principal uses, even though the bedrock aquifer contains 50 times more stored ground water than the alluvial aquifer.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2302","usgsCitation":"Robson, S.G., 1989, Alluvial and bedrock aquifers of the Denver Basin — Eastern Colorado's dual ground-water resource: U.S. Geological Survey Water Supply Paper 2302, x, 40 p., https://doi.org/10.3133/wsp2302.","productDescription":"x, 40 p.","costCenters":[],"links":[{"id":394685,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25269.htm"},{"id":28898,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2302/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138814,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2302/report-thumb.jpg"}],"country":"United States","state":"Colorado","otherGeospatial":"Denver Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -105.2870,\n 38.678\n ],\n [\n -103.7,\n 38.678\n ],\n [\n -103.7,\n 40.4360\n ],\n [\n -105.2870,\n 40.4360\n ],\n [\n -105.2870,\n 38.678\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adee4b07f02db68763b","contributors":{"authors":[{"text":"Robson, Stanley G.","contributorId":73187,"corporation":false,"usgs":true,"family":"Robson","given":"Stanley","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":145492,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25130,"text":"cir930H - 1989 - International strategic minerals inventory summary report; natural graphite","interactions":[],"lastModifiedDate":"2012-02-02T00:08:16","indexId":"cir930H","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"930","chapter":"H","title":"International strategic minerals inventory summary report; natural graphite","docAbstract":"Natural graphite is a crystalline mineral of pure carbon which normally occurs in the form of platelet-shaped crystals. It has important properties, such as chemical inertness, low thermal expansion, and lubricity, that make it almost irreplaceable for certain uses such as refractories and steelmaking. Graphite ore types are crystalline (flake and lump} or 'amorphous' (cryptocrystalline}. Refractory applications use the largest total amount of natural graphite, while the most important use of crystalline graphite is in crucibles for handling molten metals. All graphite deposits being mined today are found in the following metamorphic environments: (1) contact metamorphosed coal generally is a source of amorphous graphite; (2)disseminated crystalline flake graphite comes from syngenetic metasediments; and (3) crystalline lump graphite is found in epigenetic veins in high-grade metamorphic regions. Graphite may also occur as a trace mineral in ultrabasic rocks and pegmatites, but these are economically insignificant. The world's identified economically exploitable resources of crystalline graphite in major deposits are estimated to be about 9.7 million metric tons of concentrate. In-place resources of amorphous graphite are about 11.5 million metric tons. Of these, less than 2 percent of the crystalline ore and less than 1 percent of the amorphous ore are in western industrial countries. World mining production of natural graphite rose from 347,000 metric tons in 1973 to 659,000 metric tons in 1986, while the proportion produced by central economy countries increased from about 50 percent for the period from 1973 to 1978 to more than 64 percent in 1979 to 1986. It is estimated that crystalline flake graphite accounts for at least 180,000 metric tons of total annual world mining production of natural graphite, and amorphous graphite makes up the rest.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/cir930H","usgsCitation":"Krauss, U., Schmidt, H., Taylor, H., and Sutphin, D.M., 1989, International strategic minerals inventory summary report; natural graphite: U.S. Geological Survey Circular 930, v. :ill. ;26 cm.; 29 p., https://doi.org/10.3133/cir930H.","productDescription":"v. :ill. ;26 cm.; 29 p.","costCenters":[],"links":[{"id":124484,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1989/0930h/report-thumb.jpg"},{"id":54110,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1989/0930h/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cde4b07f02db544d63","contributors":{"authors":[{"text":"Krauss, U.H.","contributorId":47404,"corporation":false,"usgs":true,"family":"Krauss","given":"U.H.","email":"","affiliations":[],"preferred":false,"id":193269,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schmidt, H.W.","contributorId":103710,"corporation":false,"usgs":true,"family":"Schmidt","given":"H.W.","email":"","affiliations":[],"preferred":false,"id":193271,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Taylor, H.A. Jr.","contributorId":100024,"corporation":false,"usgs":true,"family":"Taylor","given":"H.A.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":193270,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Sutphin, D. M.","contributorId":27424,"corporation":false,"usgs":true,"family":"Sutphin","given":"D.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":193268,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":25494,"text":"wri894146 - 1989 - Evaluation of field sampling and preservation methods for strontium-90 in ground water at the Idaho National Engineering Laboratory, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:14","indexId":"wri894146","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4146","title":"Evaluation of field sampling and preservation methods for strontium-90 in ground water at the Idaho National Engineering Laboratory, Idaho","docAbstract":"Water from four wells completed in the Snake River Plain aquifer was sampled as part of the U.S. Geological Survey 's quality assurance program to evaluate the effect of filtration and preservation methods on strontium-90 concentrations in groundwater at the Idaho National Engineering Laboratory. Water from each well was filtered through either a 0.45-micrometer membrane or a 0.1-micrometer membrane filter; unfiltered samples also were collected. Two sets of filtered and two sets of unfiltered samples was preserved in the field with reagent-grade hydrochloric acid and the other set of samples was not acidified. For water from wells with strontium-90 concentrations at or above the reporting level, 94% or more of the strontium-90 is in true solution or in colloidal particles smaller than 0.1 micrometer. These results suggest that within-laboratory reproducibility for strontium-90 in groundwater at the INEL is not significantly affected by changes in filtration and preservation methods used for sample collections. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri894146","usgsCitation":"Cecil, L., Knobel, L., Wegner, S., and Moore, L., 1989, Evaluation of field sampling and preservation methods for strontium-90 in ground water at the Idaho National Engineering Laboratory, Idaho: U.S. Geological Survey Water-Resources Investigations Report 89-4146, iv, 24 p. :ill. ;28 cm., https://doi.org/10.3133/wri894146.","productDescription":"iv, 24 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":118888,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4146/report-thumb.jpg"},{"id":54216,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4146/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faddd","contributors":{"authors":[{"text":"Cecil, L.D.","contributorId":62616,"corporation":false,"usgs":true,"family":"Cecil","given":"L.D.","email":"","affiliations":[],"preferred":false,"id":193923,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Knobel, L.L.","contributorId":83115,"corporation":false,"usgs":true,"family":"Knobel","given":"L.L.","affiliations":[],"preferred":false,"id":193924,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wegner, S.J.","contributorId":36950,"corporation":false,"usgs":true,"family":"Wegner","given":"S.J.","email":"","affiliations":[],"preferred":false,"id":193922,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Moore, L.L.","contributorId":108145,"corporation":false,"usgs":true,"family":"Moore","given":"L.L.","email":"","affiliations":[],"preferred":false,"id":193925,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":2259,"text":"wsp2326B - 1989 - Sedimentary structures and textures of Rio Orinoco channel sands, Venezuela and Colombia","interactions":[],"lastModifiedDate":"2012-02-02T00:05:19","indexId":"wsp2326B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2326","chapter":"B","title":"Sedimentary structures and textures of Rio Orinoco channel sands, Venezuela and Colombia","docAbstract":"Most sedimentary structures represented in sand bodies of the Rio Orinoco are tabular-planar cross-strata which, together with some wedge-planar cross-strata, are the products of sand-wave deposition. Locally, in areas of river meander where point bars characteristically form, trough structures forming festoon patterns are numerous. At a few localities, sets of nearly horizontal strata occur between tabular-planar sets and are interpreted to be the deposits of very fast currents of the upper flow regime; elsewhere, uncommon lenses and beds of silt, clay, or organic matter consisting of leaves and twigs, seem to be the result of quiet-water settling through gravity. \r\n\r\nBy far the most common grain size represented in the tabular-planar and wedge-planar cross-strata of the sandwave deposits is medium sand (? - ? millimeter) as determined by screen analyses. Many samples, however, also contain moderate quantities of coarse or very coarse sand. Eolian dunes on top of the sand-wave deposits are dominantly fine grained. The river channel sands were determined to be largely moderately well sorted, although in some places they were mostly well sorted, and in others, mostly moderately sorted.","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nFor sale by the Books and Open-File Reports Section, U.S. Geological Survey,","doi":"10.3133/wsp2326B","usgsCitation":"McKee, E.D., 1989, Sedimentary structures and textures of Rio Orinoco channel sands, Venezuela and Colombia: U.S. Geological Survey Water Supply Paper 2326, viii, 23 p. :ill. (some col.) ;28 cm., https://doi.org/10.3133/wsp2326B.","productDescription":"viii, 23 p. :ill. (some col.) ;28 cm.","costCenters":[],"links":[{"id":137569,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2326b/report-thumb.jpg"},{"id":28042,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2326b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbd46","contributors":{"authors":[{"text":"McKee, Edwin Dinwiddie","contributorId":13207,"corporation":false,"usgs":true,"family":"McKee","given":"Edwin","email":"","middleInitial":"Dinwiddie","affiliations":[],"preferred":false,"id":144911,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26979,"text":"wri884021 - 1989 - Fremont Lake, Wyoming — Some aspects of the inflow of water and sediment","interactions":[],"lastModifiedDate":"2022-01-11T21:12:02.577458","indexId":"wri884021","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4021","title":"Fremont Lake, Wyoming — Some aspects of the inflow of water and sediment","docAbstract":"Fremont Lake is a large (20.6 sq km), deep lake (185 m) in western Wyoming. Average annual inflow of water is about 5.1 cu meters/sec, and this discharge is equaled or exceeded about 23% of the time. Annual instantaneous peak flows of Pine Creek usually exceed 30 cu m/sec and the 100-year flood is about 80 cu m/sec. About 800 tons of sediment are delivered to the lake annually; annual deposition of sediment in the northern lake area throughout the last 10,000 years about equals contemporary values of sediment inflow. Only small quantities of fine-gradient sediment are transported beyond the delta at the northern end of the lake. Current rates of deposition in the delta are about 1 to 3 mm/yr. Sediment in the delta generally is sand size; elsewhere in the lake, sediment generally is clay and silt size. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884021","usgsCitation":"Emmett, W.W., and Averett, R., 1989, Fremont Lake, Wyoming — Some aspects of the inflow of water and sediment: U.S. Geological Survey Water-Resources Investigations Report 88-4021, iv, 25 p., https://doi.org/10.3133/wri884021.","productDescription":"iv, 25 p.","costCenters":[],"links":[{"id":394219,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46948.htm"},{"id":55867,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4021/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122921,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4021/report-thumb.jpg"}],"country":"United States","state":"Wyoming","otherGeospatial":"Fremont Lake","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -109.84611511230467,\n 42.89759762210227\n ],\n [\n -109.76921081542969,\n 42.89759762210227\n ],\n [\n -109.76921081542969,\n 43.03175685183966\n ],\n [\n -109.84611511230467,\n 43.03175685183966\n ],\n [\n -109.84611511230467,\n 42.89759762210227\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699681","contributors":{"authors":[{"text":"Emmett, W. W.","contributorId":107695,"corporation":false,"usgs":true,"family":"Emmett","given":"W.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":197354,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Averett, R. C.","contributorId":35709,"corporation":false,"usgs":true,"family":"Averett","given":"R. C.","affiliations":[],"preferred":false,"id":197353,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":55702,"text":"wdrMO881 - 1989 - Water resources data, Missouri, water year 1988","interactions":[],"lastModifiedDate":"2019-11-22T14:18:47","indexId":"wdrMO881","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"MO-88-1","title":"Water resources data, Missouri, water year 1988","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrMO881","usgsCitation":"Waite, L., Davis, J.V., Reed, H., Hatten, D., and Perkins, T., 1989, Water resources data, Missouri, water year 1988: U.S. Geological Survey Water Data Report MO-88-1, x, 290 p., https://doi.org/10.3133/wdrMO881.","productDescription":"x, 290 p.","costCenters":[],"links":[{"id":369476,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1988/mo-88-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":180747,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1988/mo-88-1/report-thumb.jpg"}],"country":"United States","state":"Missouri","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -95.7568359375,\n 35.94243575255426\n ],\n [\n -89.14306640625,\n 35.94243575255426\n ],\n [\n -89.14306640625,\n 40.56389453066509\n ],\n [\n -95.7568359375,\n 40.56389453066509\n ],\n [\n -95.7568359375,\n 35.94243575255426\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f5e4b07f02db5f1119","contributors":{"authors":[{"text":"Waite, L.A.","contributorId":40995,"corporation":false,"usgs":true,"family":"Waite","given":"L.A.","email":"","affiliations":[],"preferred":false,"id":254060,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Davis, Jerri V. jdavis@usgs.gov","contributorId":99149,"corporation":false,"usgs":true,"family":"Davis","given":"Jerri","email":"jdavis@usgs.gov","middleInitial":"V.","affiliations":[],"preferred":false,"id":254062,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Reed, H.L.","contributorId":14886,"corporation":false,"usgs":true,"family":"Reed","given":"H.L.","email":"","affiliations":[],"preferred":false,"id":254058,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hatten, D.O.","contributorId":29057,"corporation":false,"usgs":true,"family":"Hatten","given":"D.O.","email":"","affiliations":[],"preferred":false,"id":254059,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Perkins, T.J.","contributorId":76815,"corporation":false,"usgs":true,"family":"Perkins","given":"T.J.","email":"","affiliations":[],"preferred":false,"id":254061,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":56236,"text":"wdrOK871 - 1989 - Water resources data, Oklahoma, water year 1987","interactions":[],"lastModifiedDate":"2025-03-14T19:12:08.998152","indexId":"wdrOK871","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"OK-87-1","title":"Water resources data, Oklahoma, water year 1987","docAbstract":"Water resources data for the 1987 water year for Oklahoma consists of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes or reservoirs. This report contains discharge records for 123 gaging stations; stage and contents for 30 lakes or reservoirs; water quality for 38 gaging stations and 3 lakes. Also included are 5 partial-record stations. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State and Federal agencies in Oklahoma.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrOK871","collaboration":"Prepared in cooperation with the State of Oklahoma and with other agencies","usgsCitation":"Hauth, L., Walters, D., Coffey, T., and White, D., 1989, Water resources data, Oklahoma, water year 1987: U.S. Geological Survey Water Data Report OK-87-1, viii, 324 p., https://doi.org/10.3133/wdrOK871.","productDescription":"viii, 324 p.","costCenters":[],"links":[{"id":483379,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1987/ok-87-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":174534,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1987/ok-87-1/report-thumb.jpg"}],"country":"United 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D.K.","contributorId":30279,"corporation":false,"usgs":true,"family":"White","given":"D.K.","email":"","affiliations":[],"preferred":false,"id":255052,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":2572,"text":"wsp2334 - 1989 - Evapotranspiration estimates using remote-sensing data, Parker and Palo Verde valleys, Arizona and California","interactions":[{"subject":{"id":15575,"text":"ofr8667 - 1986 - Evapotranspiration estimates using remote-sensing data, Parker and Palo Verde Valleys, Arizona and California","indexId":"ofr8667","publicationYear":"1986","noYear":false,"title":"Evapotranspiration estimates using remote-sensing data, Parker and Palo Verde Valleys, Arizona and California"},"predicate":"SUPERSEDED_BY","object":{"id":2572,"text":"wsp2334 - 1989 - Evapotranspiration estimates using remote-sensing data, Parker and Palo Verde valleys, Arizona and California","indexId":"wsp2334","publicationYear":"1989","noYear":false,"title":"Evapotranspiration estimates using remote-sensing data, Parker and Palo Verde valleys, Arizona and California"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:29","indexId":"wsp2334","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2334","title":"Evapotranspiration estimates using remote-sensing data, Parker and Palo Verde valleys, Arizona and California","docAbstract":"In 1981 the U.S. Geological Survey established an experimental project to assess the possible and practical use of remote-sensing data to estimate evapotranspiration as an approximation of consumptive use of water in the lower Colorado River flood plain. The project area was in Parker Valley, Arizona. The approach selected was to measure the areas covered by each type of vegetation, using remote-sensing data in various types of analyses, and to multiply each area by a predetermined water-use rate. \r\n\r\nTwo calibration and six remote-sensing methods of classifying crop types were compared for cost, accuracy, consistency, and labor requirements. Included were one method each for field reconnaissance using 1982 data, low-altitude (less than 5,000 feet) aerial photography using 1982 data, and visual photointerpretation of Landsat satellite images using 1981 and 1982 data; two methods for medium-altitude (15,000-18,000 feet) aerial photography using 1982 data; and three methods for digital Landsat satellite images using 1981 data. A test of the most promising digital-processing method, which used three image dates, was made in part of Palo Verde Valley, California, where 1981 crop data were more complete than in Parker Valley. \r\n\r\nOf the eight methods studied, the two-date digital-processing method was the most consistent and least labor intensive for identifying two or three major crops; visual photointerpretation of Landsat images was the least expensive. Evapotranspiration estimates from crop classifications by all methods differed by a maximum of 6 percent. Total evapotranspiration calculated from crop data and phreatophyte maps in 1981 ranged from 11 percent lower in Palo Verde Valley to 17 percent lower in Parker Valley than consumptive use calculated by water budgets. The difference was greater in Parker Valley because the winter crop data were not included.","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nFor sale by the Books and Open-File Reports Section,","doi":"10.3133/wsp2334","usgsCitation":"Raymond, L.H., and Rezin, K.V., 1989, Evapotranspiration estimates using remote-sensing data, Parker and Palo Verde valleys, Arizona and California: U.S. Geological Survey Water Supply Paper 2334, iv, 18 p. :ill. (some col.), maps ;28 cm., https://doi.org/10.3133/wsp2334.","productDescription":"iv, 18 p. :ill. (some col.), maps ;28 cm.","costCenters":[],"links":[{"id":138599,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2334/report-thumb.jpg"},{"id":28843,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2334/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9b71","contributors":{"authors":[{"text":"Raymond, Lee H.","contributorId":83501,"corporation":false,"usgs":true,"family":"Raymond","given":"Lee","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":145422,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rezin, Kelly V.","contributorId":18744,"corporation":false,"usgs":true,"family":"Rezin","given":"Kelly","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":145421,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":57449,"text":"wdrMS881 - 1989 - Water resources data for Mississippi, water year 1988","interactions":[],"lastModifiedDate":"2025-08-19T14:05:07.296689","indexId":"wdrMS881","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"MS-88-1","title":"Water resources data for Mississippi, water year 1988","docAbstract":"Water resources data for the 1988 water year for Mississippi consist of records of stage, discharge, and water quality of streams; stage, and water quality of lakes and reservoirs; and water levels and water quality of ground-water wells. This report contains records of water discharge at 70 gaging stations; stage records for 19 of these gaging stations; stage only at 6 gaging stations; water quality for 11 streamflow gaging stations, 2 engaged stream sites, 3 precipitation quality stations, and 205 wells; and water levels for 498 observation wells. Also included are peak-discharge data for 55 crest-stage partial-record stations, discharge data at 5 flood hydrograph partial-record stations and 158 low-flow partial-record stations, and water quality data at 12 partial-record or miscellaneous sites and 26 short-term study sites. Locations of these sites are shown on Figures 7-9. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Mississippi.
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fccf9","contributors":{"authors":[{"text":"Tharpe, E.J.","contributorId":57534,"corporation":false,"usgs":true,"family":"Tharpe","given":"E.J.","email":"","affiliations":[],"preferred":false,"id":257048,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Plunkett, M.L.","contributorId":82368,"corporation":false,"usgs":true,"family":"Plunkett","given":"M.L.","email":"","affiliations":[],"preferred":false,"id":257050,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Morris, F.","contributorId":17299,"corporation":false,"usgs":true,"family":"Morris","given":"F.","affiliations":[],"preferred":false,"id":257047,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Oakley, W. T.","contributorId":76331,"corporation":false,"usgs":true,"family":"Oakley","given":"W.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":257049,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":1665,"text":"wsp2344 - 1989 - Quantity and quality of stormwater runoff recharged to the Floridan aquifer system through two drainage wells in the Orlando, Florida, area","interactions":[],"lastModifiedDate":"2022-09-16T20:32:49.74537","indexId":"wsp2344","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2344","title":"Quantity and quality of stormwater runoff recharged to the Floridan aquifer system through two drainage wells in the Orlando, Florida, area","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2344","usgsCitation":"German, E.R., 1989, Quantity and quality of stormwater runoff recharged to the Floridan aquifer system through two drainage wells in the Orlando, Florida, area: U.S. Geological Survey Water Supply Paper 2344, iv, 51 p., https://doi.org/10.3133/wsp2344.","productDescription":"iv, 51 p.","costCenters":[],"links":[{"id":406884,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25411.htm","linkFileType":{"id":5,"text":"html"}},{"id":26738,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2344/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138218,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2344/report-thumb.jpg"}],"country":"United States","state":"Florida","city":"Orlando","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.5350341796875,\n 28.44454394857482\n ],\n [\n -81.31805419921875,\n 28.44454394857482\n ],\n [\n -81.31805419921875,\n 28.6785401085332\n ],\n [\n -81.5350341796875,\n 28.6785401085332\n ],\n [\n -81.5350341796875,\n 28.44454394857482\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a0b3","contributors":{"authors":[{"text":"German, E. R.","contributorId":86315,"corporation":false,"usgs":true,"family":"German","given":"E.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":143939,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26371,"text":"wri894152 - 1989 - Geology and ground-water resources of the San Carlos Indian Reservation, Gila, Graham, and Pinal counties, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:32","indexId":"wri894152","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4152","title":"Geology and ground-water resources of the San Carlos Indian Reservation, Gila, Graham, and Pinal counties, Arizona","docAbstract":"The San Carlos Indian Reservation includes about 2,900 sq mi in east- central Arizona. Relatively impermeable pre-Tertiary rocks are exposed in about 23% of the reservation and underlie water-bearing Tertiary and quaternary basin fill and Quaternary stream alluvium in much of the southern part of the reservation. About 9,000 members of the San Carlos Apache Tribe live on the reservation and rely on groundwater to meet public supply, irrigation, and other needs. Basin fill is widespread in the valley of the San Carlos and Gila Rivers and consists of fine sand, silt, limestone, clay, and pyroclastic volcanics that may attain a total maximum thickness of more than 3,200 ft in the reservation. Quaternary stream alluvium overlies the basin fill along many streams and washes. Stream alluvium consists of poorly sorted, unconsolidated, gravelly, muddy, sand; and sandy gravel and reaches a maximum thickness of 100 ft along the San Carlos and Gila Rivers. The volume of recoverable water stored in the basin fill to a depth of 1,200 ft is estimated to be about 20 million acre-ft. The volume of recoverable water stored in the stream alluvium on the reservation is estimated to be more than 100,000 acre-ft. The stream alluvium along the San Carlos River supplies most of the water used for drinking. Water throughout much of the reservation is suitable for most uses except for that in the alluvium along the Gila River, which contains large concentrations of dissolved solids. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri894152","usgsCitation":"Brown, J.G., 1989, Geology and ground-water resources of the San Carlos Indian Reservation, Gila, Graham, and Pinal counties, Arizona: U.S. Geological Survey Water-Resources Investigations Report 89-4152, v, 39 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri894152.","productDescription":"v, 39 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":110254,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47240.htm","linkFileType":{"id":5,"text":"html"},"description":"47240"},{"id":122881,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4152/report-thumb.jpg"},{"id":55163,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4152/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55164,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4152/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55165,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4152/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db6835de","contributors":{"authors":[{"text":"Brown, J. G.","contributorId":28263,"corporation":false,"usgs":true,"family":"Brown","given":"J.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":196273,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}